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  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Imhofabs.html
    13 Jul 2005: To ensure the most efficient use of limited economic resources, it is important that such actions are only undertaken on those bridges which actually need intervention.
  3. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/jensenabs.html
    5 May 2005: This increase has been based on the flexibility and better economic performance offered by venues featuring retractable roofs compared to those with traditional fixed roofs.
  4. 26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.
  5. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: Uncertainty in the extrapolation method can thusa very real economic cost and can mean that a less suitablterial is used simply because there is more certainty aboproperties.
  6. Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf
    8 Dec 2005: 107 – 112. Institution of Civil Engineers (1992). Bothkennar soft clay test site:characterization and lessons learned.

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